Loading...
Plans LIABILITY RECEIVED The City of Tigard and its Approved pians employees shall not be shall be on job site. JUL 2 6 2022 responsible for discrepancies which may appear herein. CITY OF TIGARD r.: AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS GOVERNING CODES ION ALL WORK SHALL COMPLY WITH: 2021 OREGON ELECTRICAL SPECIALTY CODE( S 2019 OREGON STRUCTURAL SPECIALTY CODE(C (OSSC) 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) 2018 INTERNATIONAL FIRE CODE(IFC) 2021 OREGON PLUMBING SPECIALTY CODE AND ALL STATE AND LOCAL BUILDING.ELECTRICAL.AND PLUMBING CODES. CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION SITE CLASSIFICATION NOTES,OSHA REGULATION DEVELOPER,LLC NOR SHALL IT BE OCCUPANCY CLASS: SFR DISCLOSED IN WHOLE OR IN PART TO CONSTRUCTION CLASS: V-B OTHERS OUTSIDE RECIPIENTS ZONING TYPE. RESIDENTIAL ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT.WITHOUT THE I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. WRITTEN PERMISSION OF ION DEVELOPER, 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE LLC. ONTO NEARBY PROPERTIES OR ROADWAYS. 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW.ROOF ATTACHMENTS SHALL BE SPACED NO GREATER THAN 24'ON CENTER 1N ANY DIRECTION WHERE LOCATED WITHIN 3'OFA ROOF EDGE.HIP,EAVE,OR RIDGE OSSC (� 3111.3.5.3 ITEM 3.2 %I .t NAB CLP ELECTRICALSTATION PA.NOTES OFFICE �0�� Y TEMPERATURE SOURCE:ASHRAE CERTIFIED PV INSTALLATION WEATHER STATION. PORTLAND HILLSBORO E%TREME MIN.TEMPERATURE: 8 ASHRAE 0.4%HIGH TEMP: 37 PROFESSIONAL SCOTT A.GURNEY kPV-0II77I9-015866 C } I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. � �•? ' " "� r_ �� � ION DEVELOPER.LLC ,.. 2. TERMINALS AND LUGSWILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 4801 N UNIVERSITY AVE k900 PROVO.UT ACCORDANCE WITH NEC IIO.IL(D)ON ALL ELECTRICAL, BLbOL Y • 3. PV MODULE CERTIFICATIONS WILL INCLUDE DLI103,11111116,IEC61130. 888_]81.JOJ4 CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS, DAVID STANLEY CONRAD Y }I a ✓� *�"'"•� I) T 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL C-ELECTRICAL CONTRACTOR BE PROVIDED AS PER SECTION[NEC 11026]. C152L STRUCTURAL CRITERIA,NOTES �• . .sem { J DESIGN LOAD STANDARD: ASCE 7-I6 WIND EXPOSURE CATEGORY: B WIND SPEED(3-SEC GUST) 96 MPH _ GROUND SNOW LOAD Z5 FEE DESIGN ROOF,SNOW LOAD-25 PSF _ SEISMIC DESIGN CATEGORY,,0 CO SEISMIC RISK FACTOR: 11 w N 1... : CITY OF TIGARD w > ; 1 VIEWED FO ODE COMPLIANCE C ~U Qn =1N Q prroved: [ ] CO- x C- r p Q ^O N U GO w u> 1 L: o H it GG �g'� Y I O D Q 2 o 0 � N W Y SCOPE OF WORK DC N m m CC! SHEET LIST cidress: (� � Er n INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-1 COVER SHEET DRAWING BY V-2 SITE PLAN(AD. LIB) S AtC : ° ENPHASE ENERGY RED PROF 6.84 KW DC&5.22 rcW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN -DATE fSJ'/ S-4 STRUCTURAL DETAILS 133 y: D ��GINfE. Oy22-07-2022 PV MODULES: (18)SILFAB SOLAR SIL-380 HC 20211101 S-5 STRUCTURAL CALCULATIONS&NOTES 9 950P INVERTER(S): (IS)ENPHASE 107PLUS-72-2-US E-6 ELECTRICAL DETAILS(LINE DIAGRAM) PROJECT ID E-7 ELECTRICAL CALCULATIONS& NOTES OREGON 007FY8 E-8 ELECTRICAL LOAD CALCULATIONS(AD. LIB) ROOF TYPE: COMPOSITION SHINGLE-I LAYE pQ���ppQ jA CTRICAL LABELS& LOCATIONS 4✓9N ill 20ti�y SHEET NAME PV MOUNTING HARDWARE: ECOFAE CLICK`F ALIDITY 4 /—�iiH�1M CTRICAL DIRECTORY PLACARD(AD. LIB) 4N RO*�� 07/22/2022 COVER SHEET THE ISSUANCE F A PERMIT EXPIRES:12/31/24 SHEET NUMBER REV ISON BASED ON CON TRUCTION G-1 0 DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.ORSC 105.4 SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE ION REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE,HIP, EAVE,OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO -0' OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT.WITHOUT THE Q WRITTEN PERMISSION OF ION DEVELOPER. LLC. JQ 0 r)J NABCEP 4 CERTIFIED "P 'I� 9 Q PV INSTALLATION ��Ot4� PROFESSIONAL OJ0�� #PQVTOIIA7I9-015866 ION DEVELOPER,LLC I��� { RSI 4801 N UNIVERSITY AVE*900 PROVO,UT v } 84604 \� 880.781,7074 Q DAVID STANLEY CONRAD C-ELECTRICAL CONTRACTOR CI524 Q CHIMNEY .Q o RS2 No N ? U z = > N Q a MD M N F N Q ' n J N Q Z H- a: a- 3 cv O ZO W o J (3 N U rLp PROF Q 3 ti LU 3 I N F fss% o o o EO V) o 4� 'EN Fp 2 UL x o < x o- 9 950P r� z_ x d -Ji Z 3 UJ NO Ln W Y Q 1 H- o N ao w m DREG N N t2 Pwv o ✓ �, DRAWING BY gN,RO`N��� 07/22/2022 ENPHASE ENERGY SCALE: 3/32"= 1'-0" DATE I :I-4 EXPIRES:12/3V24 22-07-2022 SYSTEM LEGEND (R) cN) O ROOF SECTION ROOF PV MODULE PROJECT ID O (N)PV COMBINER PANEL JBOX (N)JUNCTION BOX s/ SUNEYE LOCATION SECTION OT AZIMUTH PITCH TSRF 007FY8 CRITERIA AND RSI 12 218 23 81% (N (E)UTILITY METER/ (N) ( MAIN SERVICE PANEL ®(N)PV LOAD CENTER ACD VI AC DISCONNECT M FIRE SETBACK SPECIFICATIONS RS2 6 128 23 73% SHEET NAME LU (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) (E) (E)MAIN SERVICE PANEL (N)PV PRODUCTION D ROOF PLAN uAIN ® AD FCD (N)MILROINYERTER SHEET NUMBER ftEVISON METER (N)PV MODULE ", (E)SUBPANEL (N) (N)DC-DC/STRING (N)DC DISCONNECT 0 INVERTER S-3 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA PV RACKING SPAN AREA TAG SPAN PV MODULE PV MOUNTING RAIL ON RACKING: ECOFASTEN CLICKFIT RAIL-PORTRAIT-MODULE ORIENTATI RACKING TYPE: RAIL X-SPACING P-XI 481N.O.C.MAX. PORTRAIT ION ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEAVER P-X2 161N.MAX. STANDOFF TYPE: L-FOOT 8 FLASHING Y-SPACING P-YI 37.4 IN.MIN.-45.3 IN.MAX. 5/16'X 3-112'ZINC PLATED PV ARRAY DETAIL,FRONT VIEW P-X2 P-XI FASTENER: STEEL LAG SCREW Y-CANTILEAVER P-Y2 12.1 IN.MIN.-16 IN.MAX. SCALE:3/8'=1'-0' CONFIDENTIAL-THE INFORMATION LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED STRUCTURAL RAIL-LANDSCAPE-MODULE ORIENTATIONORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN.O.C.MAX. DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: LUMBER AND PLYWOOD X-CANTILEAVER L-X2 161N.MAX. L-XZ I L-XI OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION STRUCTURE TYPE: MANUFACTURED WOOD TRUSS Y-SPACING L-YI 21.1 IN.MIN.-25.1 IN.MAX. WITH THE SALE AND USE OF THE RAFTER SIZE: 2. Y-CANTILEAVER L-Y2 7.9 IN.MIN.-9.8 IN,MAX. RESPECTIVE EQUIPMENT.WITHOUT THE RAFTER SPADING: 24 PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER, ORIENTATION LLC. ARRAY PARAMETERS TOTAL ROOF AREA(SO.FT.) 2980 P-Y2 TOTAL PV MODULE AREA(SQ.FT.) 354.6 NABCEP %N MOD0.E ROOF COVERAGE 12% L-Y2 CERTIFIED LANDSCAPE ORIENTATION PV INSTALLATION P-YI PROFESSIONAL A. SCOTT GURNEY SCOTT 77 GGU 15866 PV ARRAY DETAIL,SIDE VIFW ION DEVELOPER.LLC SCALE:3/8'= -�" A 4801 N UNIVERSITY AVE#900 PROVO,UT S-4 84604 888.781.7074 DAVID STAEYCONRAD L-YI RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER CI524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. O N PV MODULE z = Lu > O N Q Q M M = U N CLICKFIT RAIL Z Q J 3 a 4 w a) a Y h Z W Zp J GS N U O 6" Do GO CLICKFIT L-FOOTCIE _ N w 3 V ) Y O = O O Q x me _z x rn o J Z 3,o (E)COMP SHINGLE w ,gyp G H w a ~ o ROOF MEMBRANE O N w- M v COMP SHINGLE FLASHING DRAWING 8v ENPHASE ENERGY Z7'"MIN. ���ED PROFESS/ DATE DEPTH 5/16"ZINC PLATED STEEL Ciy E,�G(NfE,P �y 22-07-2022 LAG SCREW WITH 2-1/2° 4 9 950P v� MIN. EMBEDMENT IN TO PROJECT ID (E)ROOF RAFTER 007FY8 OREGON r.--\ STANDOFF DETAIL4�4y 1) SHEET NAME CALE:3 S "= 1'-0- �41v RO`N�'�` 07/22/2022 STRUCTURAL DETAILS EXPIRES:12/31/24 SHEET NUMBER I REVISON S-4 0 PV SYSTEM STRUCTURAL SPECIFICATIONS AND CALCULATIONS PV SYSTEM EQUIPMENT SPECIFICATIONS DESIGN LOCATION AND SITE SPECIFICATIONS GRAVITY LOAD/FRAMING CALCULATIONS ION MODULE MANUFACTURER/TYPE SILFAB SOLAR SIL-380 HC 20211101 JURISDICTION DEAD LOAD(PSE) RSI RS2 SOLAR MODULE WEIGHT(LBS) 43 CITY OF TIGARD ROOF MEMBRANE COMPOSITION COMPOSITION � SOLAR MODULE LENGTH(IN.) 69.4 STATE OREGON SHINGLE 4.0 SHINGLE 4.0 LUMBER AND LUMBER AND SOLAR MODULE WIDTH(IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING PLYWOOD L PLYWOOD 4 SOLAR MODULE AREA(SO.FT) 19.7 OCCUPANCY/RISK CATEGORY 11 CONFIDENTIAL-THE INFORMATION PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED(MPH(3-SEC GUI 96 HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B MANUFACTURED MANUFACTURED DEVELOPER.LLC NOR SHALL IT BE PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSF)(PG) 25 WOOD TRUSS- TOP WOOD TRUSS- DISCLOSED IN WHOLE OR IN PART TO 5/16-X 3-1/2'ZINC PLATED STEEL LAG FRAMING CHORD 2X4 0 24 IN. 1.0 TOP CHORD 2X4 0 1.0 OTHERS OUTSIDE RECIPIENTS PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION(FT) 153 O.C.-OF#2 05.9 24 IN.O.C.-OF#2 ORGANIZATION,EXCEPT IN CONNECTION RACKING DEAD LOAD(PSF) 0.8 FT.MAX SPAN 05.9 FT.MAX SPAN WITH THE SALE AND USE OF THE SOLAR MODULE DEAD LOAD(PSF) 2.18 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16(C&C) RESPECTIVE EOUIF I WITHOUT THE WRITTEN PERMISSIOONN OOF ION DEVELOPER, TOTAL PV ARRAY DEAD LOAD(PSF) 2.98 SLOPED ROOF SNOW LOAD(PSF) EON.7.4-1 LLC. =PS=(CSX0.7)(CE)(C7)(IS)(PG) TOTAL ROOF DEAD LOAD(PSF) 9,0 9 0 PV SYSTEM STRUCTIRRAL SPECIFICATIONS EXPOSURE FACTOR(CE)= 1.0 TABLE 7.3-1 ADJUSTED TO SLOPED ROOF(PSF) 9,8 9 8 STRUCTURE TYPE-ROOF SHAPE INHABITED-GABLE/FLAT ROOF THERMAL FACTOR(CT)= 1.0 TABLE 7.3-2 NABCEP MIN.ROOF SLOPE(DEG.) 23 IMPORTANCE FACTOR(IS)= 1.0 TABLE 1.5-2 PV ARRAY ADJ.TO ROOF SLOPE(PSF) 3.3 3.3 CERTIFIED MEAN ROOF HEIGHT(FT.) ZO SLOPE FACTOR(CS)= 1.0 FIG.7.4-1 ROOF LIVE LOAD<ROOF SNOW LOAD(PSF) 25.0 25.0 PORTRAIT ATT.SPACING(IN.O.C.) 48 PS(PSF)= 25 OK TOTAL LOAD(PSF) 38.1 38.1 PV INSTALLATION LANDSCAPE ATT.SPACING(IN.O.C.) 48 PROFESSIONAL #OF ATTACHMENT POINTS 59 RAFTER/TOP CHORD MEMBER PROPERITES DF#2-2X4 DF#2-2X4 S' SCOTT A.GURNEY MAX.POINT LOAD(LBS/ATT.) 11.2 SECTION MODULUS(S)(IN'3) 3.06 3.06 - /I*PV-0 117 719-015866 MAX.TOTAL PV DEAD LOAD TO RAFTER(LBS) 22.3 MOMENT OF INERTIA(IXIN'4) 5.36 5.36 ION DEVELOPER,LLC TOTAL LOAD ON MEMBER(W)(PLF) 76.2 76.2 4801 N UNIVERSITY AVE#900 PROVO,UT DESIGN WIND PRESSURE AND CONNECTION lR'LIFT CALCULATION$ ASCE 7-I6(C&C) MAX.MEMBER SPAN(U(FT) 5.9 5.9 04604 DESIGN WIND PRESSURE(PSF)=P=OH(GCPXYE)(YA) EON.29.4-7 MODULUS OF ELASTICITY(E)(PSI) 1600000 1500000 888.781.7074 VELOCITY PRESSURE(PSF)=OH=0.00256(KHXKZT)(KD)(KE)(V"2) EON.26.10-1 SHEAR(FV)(PSI) 180 180 DAVID STANLEY CONRAD TERRAIN EXPO.CONSTANT(A)= 7 TABLE 26.11-1 ARRAY EDGE FACTOR(YE)= I TABLE 26.13-1 AREA(A)(IN'2) 5.25 5.25 C-ELECTRICAL CONTRACTOR TERRAIN EXPO.CONSTANT(ZG)(FT)= 1200 TABLE 26.11-1 GROUND ELEVATION FACTOR(KE)= 0.99 FIG.29.4-8 CI524 VP EXPOSURE COEFF.(KH)= 0.70 EON.C26.10-1 EON.26.10-1 MAX BENDING STRESS CHECK (F8)(CD)(CF)(CR) (F9XCD)(CF)(CR) TOPOGRAPHIC FACTOR(KZT)= 1.0 EON.26.8-1 OH(PSF)= 13.96 BENDING(Fe)(PSI) 900 900 WIND DIRECTIONALITY FACTOR(KD)= 0.85 TABLE 26.6-1 - LOAD DURATION FACTOR(CD) 1.15 1.15 SIZE FACTOR(CF) 1.50 1.50 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 1.15 1.15 GABLE ROOF 20'<0 5 Z7' ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS(PSI) 1785.4 1785.4 RAIL-PORTRAIT MODULE ORIENTATION 48 IN O.C. 48 IN.O.C. 48 IN.O.C. 48 IN.O.C. N SOLAR PANEL PRESSURE EO.FACTOR(YA)= 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS(PSI)=(WL'2)/(8(S)) 1298.4 1298.4 N EXTERNAL PRESSURE COEFF.(GCP)_ -I.5 -2.5 -3.6 0.7 73% DK 73% OK UJ � ASD PRESSURE(0.6P)(PSF)_ -10.05 -16.75 -24.12 13.03 U.1 o N U TRIBUTARY AREA(SD.FT)= 11.6 11.6 8.7 MAX DEFLECTION CHECK-TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED > a0 N ai MAX.UPLIFT(0.6Di0.6P)(LBS)_ -95.6 -173.1 -193.7 ALLOWABLE DEFLECTION L/180 L/180 Q N M n U 0.393 IN. 0.393 IN. y N J 1/> N U RAIL-LANDSCAPE MODULE ORIENTATION 48 M.O.C. 48/N.O.C. 48 IN.O.C. 48 IN.O.C. ACTUAL MAX DEFLECTION (WXLY4/185(ExU (W)(L)'4/185(E)(U Z Q P J 3 Q SOLAR PANEL PRESSURE EO.FACTOR(vA)= 0.80 0.80 0.80 0.80 0.101 IN. O.I01 IN. _O N Z Q r� Y W EXTERNAL PRESSURE COEFF.(GCP)a -1.5 -25 -3.6 0.7 26% OK 26% OK F- W O J C3 N U ASD PRESSURE(0.6P)(PSF)_ -10.05 -16.75 -24.12 13.03 MAX DEFLECTION CHECK-LIVE LOAD ' = W y W In 3 TRIBUTARY AREA(50.FT)= 6.80 6.80 5.10 ALLOWABLE DEFLECTION L/2L0 L/240 Of �-Of U) Y O CO Q V- MAX.UPLIFT(0.6D+0.6P)(LBS)_ -56.2 -101.7 -113.90 = :3O Q = C]o 0.295 IN. 0.295 IN. 11 O W ACTUAL MAX DEFLECTION (W)(L)'4/185(E)(1) (W)(U'4/185(E)(1) Z 2 N J Z 3 NO ROOF ATTACHMENT FASTENER CHECK NDS 12.2 0.087 IN. 0.087 IN. W N Q N W j CLICKFIT L-FOOT-5116'X 3-I/7-ZINC PLATED H O N 2 2 aD STEEL LAG SCREW MANUFACTURER MAX.UPLIFT CAPACITY=359.6 LBS 30% OK 30% OK N w M F- LAG SCREW WITHDRAWAL DESIGN VALUE(LBS)=W=1800(G-3/2)(D'3/4) 12 2.1 MAX SHEAR CHECK DRAWING BY ROOF ATTACHMENT FASTENER(D)= 5/16 IN.LAG SCREW LUMBER SPECIFIC GRAVITY(G)= 0,5 TABLE 2 3 ALLOWABLE SHEAR FV(A) Fv(A) ENPHASE ENERGY FASTENER QTY PER ATTACHMENT= i LOAD DURATION FACTOR(CD)= 1.6 TABLE 12.3.3A 945 LBS. 945 LBS. FASTENER EMBEDMENT DEPTH(IN.)= 2.5 PRYING COEFFICIENT= I.L �p PROrt, ACTUAL MAX SHEAR (w)(0/2 (W)(0/2 DATE WITHDRAWAL DESIGN VALUE(W)(LBS/IN.)= 266.0 sj 225 LBS. 225 LBS. LAG SCREW WITHDRAWL CAPACITY(LBS)= 760.0 �5 �*G I Nr,, pq 24% cr, 24% DK 22-07-2022 MAX.ATT.WITHDRAWAL CAPACITY(LBS)= 359.6 > 193.7 MAX UPLIFT DEMAND(LBS) C 9 950P r PROJECT ID OREG N 007FY8 q XqN�� 10ti�y GHEET NAME STRUCTURAL CALCS !4N RGw�F 07/22/2022 SHEET NUMBER REVISON EXPIRESAV31/24 S-5 0 AAA CONDUCTOR AND RACEWAY SCHEDULE TYP D INA Y TA4 TT ZE-IT Y 31GNATOR I/ TAG QTY IZE-F TYPO DESIGNAT R I/V TPG TY E- T WTOR / 10 (U 10 AWG THHN/THWN,CU. BLACK(LD 21.83 AC(MAX) 3 (2) 10 AWG THEN/THWN,CU. BLACK(LU 10.93 AC(MAX) 2 (U 10 AWG 2C.NM-9 W/G.CU. (LI.L2,EGC) 10.93 AC(MAX) I (U 12 AWG 2C,TC-ER,CU. (LI,L2) 10.93 AC(MAX) ION (p 10 AWG THHN/TEM.CU. RED(L2) 240V AC (2) 10 AWG TERN THAN.CU. RED(L2) 2LOV AC FREE AIR 240V AC (D 6 AWG SOLID BARE CU. (EGC) 240V AC (I) 10 AWG THHN/THAN,CU. WHITE(N) (p 10 AWG THEM/THAN,CU. GREEN(EGC) (1) 3/4 IN. EMT OR FREE AIR (RACEWAY) (U 10 AWG THEM/THAN,CU. GREEN(EGC) (I) 3/4 IN. EMT (RACEWAY) (I) 3/41N. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ON DEVELOPER.LLC NOR SHALL IT BE (18)SILFAB SOLAR SIL-380 HC 20211101 PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO ELECTRICAL LINE DIAGRAM UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION (N)JUNCTION BOX (187 ErvPHASE 107PLU5-)2-2-US MICRDINVERTER(5)[24W] RESPECTIVE THE SALE AND USE OF THE (E)UTILITY (E)225A MAIN SERVICE PANEL LOAD-SIDE SOURCE CONNECTION (N)ENPHASE 10 COMBINER 3 (OPTIONAL-FOR UL 1741 LISTED RESPECTIVE EQUIPMENT.WITHOUT THE METER (E)200A/2P MAIN DISCONNECT BUSBAR PLUG-IN TYPE BREAKER (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX WRITTEN PERMISSION OF ION DEVELOPER, (NEC 705.12) LLC. (N)15A/2P - (1) CIRCUIT SECONDARY POWER - SOURCE(PV OCPD)TO f - INTEGRMBE LOCATED AT OF 9 J(E��0-12P MODULES OPPOSITE END OF m BUSBAR FROM PRIMARY AX NAB C E P �— CERTIFIED SOURCE(MAIN OCPD) TO 10 MAX E (E)LOADS (NEC 705.12) TO IQ ENVOY GATEWAY PV INSTALLATION 2 1 PROFESSIONAL 120/240 VAC (N)JUNCTION BOX 60HZ (N)30A/2P rj.y�.yi SCOTT A.GURNEY (N)ISA/2P (I) - /)%PV-011]]19-015866 CIRCUIT = ION DEVELOPER,LLC SINGLE UTILITY OF 9 4801 N UNIVERSITY AVE*900 PROVO.UT UTILITY N SERVICE N MOIXAES 84604 G 888.781.7074 G 10 3 2 I DAVID STANLEY CONRLD C-ELECTRICAL CONTRACTOR C1524 E)GROUNDING 1(LECTRDDE SYSTEM O N O W N � N Z = > - Z a Q DD N M 7 LJ L0N J N N(, Q P (n J Q Y Z O Z w Z Q N w ELECTRICAL LINE DIAGRAM NOTES O E- CCGO Y O 7) O Q = o 0 Z S N d J Z z,6 O (n w Y ~ O N 2 w ao oD DRAWING BY ENPHASE ENERGY DATE 22-07-2022 PROJECTID 007FY8 SHEET NAME ELEC. LINE DIAG. SHEET NUMBER I REVISON E-6 0 PV SYSTEM ELECTRICAL SPECIFICATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY/CONDUCTOR CALCULATIONS ION TEMPERATURE DATA SOURCE ASHRAE MICROINV.TO JUNCTION BOX(1) STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT= 10.9 A AC JURISDICTION CITY OF TIGARD MAX CURRENT X125%= 14.0 A AC WEATHER STATION PORTLAND HILLSBORO PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) ASHRAE EXTREME LOW TEMP(°C) -8 CONDUCTOR SIZE/INSULATION/TYPE 12 AWG 2C,TC-ER.CU. CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED ASHRAE 0.4%HIGH TEMP(°C) 37 CONDUCTOR AMP.RATING @ 90°C= 30 A FOR THE BENEFIT OF ANYONE EXCEPT ION DESIGNED MAX.SYSTEM VDROP/VRISE 2.00% AMB.TEMP.AMP.CORRECTION= NOT APPLIED DDEVELOPER,LLC NOR R:N P rt TO ADJUSTED WHOLE OSHA PART TO ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 14.0 OK OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION PV MODULE SPECIFICATIONS ORGANIZATION,SOLAR SIL-380 HC 20211101 RACEWAY SIZE/TYPE 3/4 IN. EMT OR FREE AIR WITH THE SALE AND USE OF THE RATED POWER(PMAX)(W) 380 CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.'2)= 0.142 IN.2 RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, MAXIMUM POWER VOLTAGE(VMP) 35.32 CROSS-SECTIONAL AREA OF RACEWAYON.'2)= 0.533 I11.2 LLC. MAXIMUM POWER CURRENT(IMP) 10.77 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE I)= 53% > 27% OK OPEN CIRCUIT VOLTAGE(VOC) 42.17 NABCC-P SHORT CIRCUIT CURRENT(ISC) 11.36 JUNCTION BOX TO JUNCTION BOX(2) PMP/VMP TEMP.COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT= 10.9 A AC CERTIFIED VOC TEMP.COEFFICIENT -0.28 MAX CURRENT X125%= 14 A AC PV INSTALLATION SERIES FUSE RATING 20 PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) PROFESSIONAL ADJ.MODULE VOC @ ASHRAE LOW TEMP 46.1 CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG 2C,NM-B W/G,CU. S• SCOTT A.GURNEY PPV-0117719-015866 ADJ.MODULE VMP @ ASHRAE Z%AVG.HIGH TEMP 29.7 CONDUCTOR AMP.RATING @60°C= 30 A ION DEVELOPER.LLC #OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED 4801 N UNIVERSITY AVE*900 PROVO,UT INVERTER SPECIFICATIONS ENPHASE 107PLUS-72-2-US AMB.TEMP.AMP.CORRECTION= NOT APPLIED 88884604 TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 14.0 OK 381.7074 MAX.OR RECOMMENDED MODULE POWER(W) 440 RACEWAY SIZE/TYPE= FREE AIR DAVID STANLEY CONRAD MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE VOC 60 C-ELECTRICAL CONTRACTOR MINIMUM START VOLTAGE(V) 22 C15Z4 MAXIMUM START VOLTAGE(V) 60 MAXIMUM INPUT CURRENT(ISC)(A) 15 CEC PEAK OUTPUT POWER(W) 290 JUNCTION BOX TO COMBINER BOX(3) MAX.CONTINUOUS OUTPUT CURRENT(A) 1.21 MAX INVERTER OUTPUT CIRCUIT CURRENT= 10.9 A AC o NOMINAL(L-L)OUTPUT VOLTAGE 240 N CEC WEIGHTED EFFICIENCY(%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) uJ N CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN,CU. Z = j SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 CONDUCTOR AMP.RATING @60°C= 35 A w o L NUMBER OF MODULES PER CIRCUIT 9 9 #OF CONDUCTORS IN RACEWAY CORRECTION= 0.8 G n n Cj DC POWER RATING PER CIRCUIT(STC)(W DC) 3420 3420 AMB.TEMP.AMP.CORRECTION= 0.88 Q ^ N Q TOTAL MODULE QUANTITY 18 PV MODULES ADJUSTED AMPACITY COMPLIANCE(A)= 24.64 > 10.9 OK Z cr d 3 v STC DC POWER RATING OF ARRAY 684OW DC RACEWAY SIZE/TYPE= 3/4 IN. EMT W ZZ Q O N V INVERTER OUTPUT CIRCUIT CURRENT(A AC) 10.89 10.89 CROSS-SECTIONAL AREA OF CONDUCTORS)/CABLE(S)(IN.'2)= 0.106 IN.'2 Q 3 cD N W N 3 125%INVERTER OUTPUT CIRCUIT CURRENT(A AC) 13.61 13.61 CROSS-SECTIONAL AREA OF RACEWAY(IN.'2)= 0.533 IN.-2 Of FCx =- of DD V) Y - CIRCUIT OCPD RATING(A) IS IS %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE I)= 40% > 20% OK Lo = o . LL Q U 3E o COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 21.78A AC Z = (n 0 Z 3:,6 PV POWER PRODUCTION SYSTEM OCPD RATING(X125%) 30A COMBINER BOX TO MAIN PV OCPD(10) F CNn N CTI w m MAX.ARRAY STC-AC POWER(W) 522OW AC(STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT= 21.8 A AC N � M H- = Z' 'o MAX.ARRAY CEC-AC POWER(W) 6101W AC(CEC) MAX CURRENT X125%= 27.0 A AC DRAWING BY PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) ENPHASE ENERGY AC VOLTAGE RISE CALCULATIONS DIST(FT) COND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN,CU. VRISE SEC. I(MICRO TO JBOX)• 28.8 12 Cu. 1.3 241.3 0.52% CONDUCTOR AMP.RATING @75°C= 35 A DATE VRISE SEC.2(JBOX TO COMBINER BOX) 95 10 Cu. 2.5 242.5 1.03% #OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED 22-07-2022 VRISE SEC.3(COMBINER BOX TO P01) 10 10 Cu. 0.5 240.5 0.22% AMB.TEMP.AMP.CORRECTION= NOT APPLIED PROJECT ID TOTAL VRISE 4.3 244.3 1.78% OK ADJUSTED AMPACITY COMPLIANCE(A)= 35.0 > 27.0 OK 007FY8 •8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. RACEWAY SIZE/TYPE 3/4 IN. EMT CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.'2)= 0.084 IN.'2 SHEET NAME CROSS-SECTIONAL AREA OF RACEWAY(IN.'2)= 0.533 IN.'2 ELECTRICAL CALCS. %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 40% > 16% OK SHEET NUMBER I REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED OR NO MORE THAN 3 ION 6 0 0 � [NEC 690.54,NEC 690.13(8)] FF] FT FROM THE RAPID SHUT DOWN DISCONNECT SWITCH[NEC 690.56(()]. RATEDACOBWCUPREAT 21.8A IIp1iQDPEAATMACVUJA6E 240 V © FOR BUILDINGS WITH PV SYSTEMS.TO CONFIDENTIAL-THE INFORMATION BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALL RIIiH RAPD EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION © DEVELOPER.LLC NOR SHALL IT BE TERMINALS OF THE DISCONNECTING MEANS TUYMRQSBREOA/l SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO MAY BE ENERGIZED IN THE OPEN POSITION. ,�, ro 690.56(C)] OTHERS OUTSIDE RECIPIENTS TERN##a0NTHELNEAW [NEC 690.13(B).NEC 705.221 vwD"py$mm ORGANIZATION,EXCEPT IN CONNECTION WREULE WITH THE SALE AND USE OF THE LCMBMMNBEENEF43 ED W=HWIO RESPECTIVE EQUIPMENT,WITHOUT THE —INTWOPENPOSTIQ#I ... —M A - WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED AT © DEVICES IN CIRCUTS SUPPLYING POWER TO A MAIN SERVICE EQUIPMENT DENOTING THE NABCPP BUSBAR OR CONDUCTOR SUPPLIED FROM POIitTOTXSEUagflrilOSliAm LOCATION OF THE PV RAPID SHUTDOWN SYSTEM DUAL POWER SUPPLY MULTIPLE SOURCES.[NEC 705.12(C)J FOMApaYp11R®gARAw1ri DISCONNECTING MEANS IF SOLAR ARRAY RAPID CERTIFIED gMA~NWHYOSIMBOM101SE0S f SHUT DOWN DISCONNECT SWITCH E NOT SOURCES:UTILITY GRID AND GROUPED AND WITHIN LINE OF SITE OF MAIN PV INSTALLATION PV SOLAR ELECTRIC SYSTEM #itDG�lm SERVICE DISCONNECTING MEANS. [NEC 705.10, PROFESSIONAL NEC 690.56(C)(1)] S, SCOTT A.GURNEY #PV-011777719-OISBbb PLACED ADJACENT TO PV SYSTEM PLUG-IN PERMANENT DIRECTORY TO BE LOCATED AT ION DEVELOPER.LLC D TYPE BREAKER TO A BUSBAR FOR A LOAD I SOLAR ARRAY RAPID SHUTDOWN SWITCH 4801 N UNIVERSITY AVE#900 PROVO.UT SIDE CONNECTION.[NEC 705.12(B)(3)(2)] PghERTOTHIS EUAOHC MAL90 DENOTING THE LOCATION OF THE SERVICE 84604 POWER SOURCE EQUIPMENT LOCATION IF SOLAR ARRAY RAPID 888.781.7074 OUTPUT CONNECTION SHUT DOWN DISCONNECT SWITCH IS NOT DO NOT RELOCATE THIS D16RYD�HI�f IAdTED GROUPED AND WITHIN LINE OF SITE OF MAIN DAVID STANLEY CONRAD OVERCURRENT DEVICE SERVICE DISCONNECTING MEANS. [NEC 705.101 C-ELECTRICAL CONTRACTOR 01524 I❑ O oao El El (E) El a ❑F Ill N UTILITY ElLU N METER (E)MAIN SERVICE PANELZ = j COMBINER BOX LU O N U ® ® FO Q (n N J N N U LU Y O o W O Q d N U O �-. 6p- -�W Op Q UO DISCONNECT(5)TO U_ O PV INVERTER z = c J Z 3`o (N)PV BREAKER OUTPUT CIRCUIT(S) \ W N I Q (n W ® ) N O M HZ DRAWING BY v ENPHASE ENERGY DATE 22-07-2022 PROJECT ID 007FY8 ALL CAUTION,WARNING,OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, COMPLY WITH ANSI Z535.4-2011 STANDARDS. 2. BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HANDWRITTEN. ELECTRICAL LABELS 3. SHALL BE OF SUFFICEINT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. 4. UNLESS OTHERS SPECIFIED MINIMUM TEXT HEIGHT TO BE a OHM). SHEET NUMBER REVISON E-9 0 IDENTIFICATION OF POWER SOURCES A PERMANENT PLAQUE OR DIRECTORY TO BE INSTALLED AT EACH SERVICE EQUIPMENT LOCATION ION DENOTING THE LOCATION OF EACH POWER SOURCE DISCONNECTING MEANS AND SHALL INDICATE THE LOCATION OF RAPID SHUTDOWN INITIATION DEVICES. FOR THE BUILDING OR STRUCTURE AND BE GROUPED WITH OTHER PLAGUES OR DIRECTORIES FOR OTHER ON-SITE SOURCES. ALL MARKING TO COMPLY WITH 110.21(B).(NEC 705.10) CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER.LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTSON ORGANIZATI ,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, CAUTION : MULTIPLE SOURCES OF POWER . NABCEP POWER TO THIS BUILDING IS SUPPLIED FROM THE CERTIFIED PV INSTALLATION FOLLOWING SOURCES WITH DISCONNECTS LOCATED PROFESSIONAL AS SHOWN: g.y�GCOTTA cuRNE. RPV-0117719-015866 ION DEVELOPER.LLC 4801 N UNIVERSITY AVE#900 PROVO.UT 84604 I 888.781.]0]4 LU ❑ ❑ ❑ ❑ DAVID STANLEY CONRAD Lu [-ELECTRICAL CONTRACTOR C1524 a LLI o a N O O c = w O ❑ e PV ARRAY s N ❑ N 0 r ❑ LU N U > Q N Q 7 n u N J n N10 V M) OZ H Of d Y U F Z w p J C3 N U O p UTILITY SERVICE 2 = Of r RAPID SHUTDOWN AC DISCONNECT o C o a = o 0 DISCONNECT SWITCH z x o z 3 UTILITY SERVICE METER w O m w DRAWING BY ENPHASE ENERGY DATE 22-07-2022 PROJECT ID 007FY8 SHEET NAME ELEC. DIRECTORY SHEET NUMBER REVISON E-10 0